+32.57344, -89.46844
32°34'24" N, 89°28'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:310003506212190
Location:0.1 MI S LEAKE CL
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:60.0 ft. [18.3 m]
Total length:180.1 ft. [54.9 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:30.2 ft. [9.2 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1948
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 13.5 / HS 15 [3]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: December 2015 

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:2,700 [as of 2013]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:46.1 tons [41.9 metric tons]
Inventory rating:27.6 tons [25.1 metric tons]
Sufficiency rating:49.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$999,999,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201549.4FairSatisfactoryFairGoodFO2700
January 201549.4FairSatisfactoryFairGoodFO2700
December 201349.1FairSatisfactoryFairGoodFO2200
December 201249.1FairSatisfactoryFairGoodFO2200
December 201146.2FairSatisfactoryFairGoodFO3000
December 201046.2FairSatisfactoryFairGoodFO3000
December 200946.2FairSatisfactoryFairGoodFO3000
December 200847.4FairSatisfactoryFairGoodFO2500
November 200747.4FairSatisfactoryFairGoodFO2500
November 200647.4FairSatisfactoryFairGoodFO2500
January 200646.2FairSatisfactoryFairGoodFO3100
February 200546.2FairSatisfactoryFairGoodFO3100
February 200346.2FairSatisfactoryFairGoodFO2900
January 200257.1FairSatisfactoryGoodGoodFO4600
January 200148.5FairSatisfactoryFairGoodFO2300
January 200061.8FairSatisfactoryGoodGoodFO2300
February 199961.8FairSatisfactoryGoodGoodFO2300
November 199761.8FairSatisfactoryGoodGoodFO2300
November 199667.2GoodGoodGoodGood-1600
April 199550.6GoodGoodGoodGood-1600
November 199445.4GoodGoodGoodGoodFO2110
November 199245.4GoodGoodGoodGoodFO2110
November 199054.4GoodGoodGoodGoodFO2030